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RF-09-1567Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 125257 Permit Number: RF -9 -09 -1567 Scheduled Inspection Date: December 01, 2009 Inspector: Bruhn, Norman Owner: POWELL, DEBORAH & CHRISTOPHER Job Address: 1271 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: PERKINS ROOFING CORPORATION Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat CLir Phone Number Parcel Number 1132050090430 Building Department Comments rE -ROOF TILE TO TILE AND FLAT TO FLAT. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 30, 2009 For Inspections please call: (305)762 -4949 Page 8 of 32 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. R I ®1 0 ® A Master Permit No.g NCi —OCI-15611 BUILDING PERMIT APPLICATION FBC20 Permit Type: BUILDING ROOFING f(IPOk Co R Co NA? Owner's Name (Fee Simple Titleholder) Owner's Address 644 7. c City `L( ° State Tenant/Lessee Name Email Phone # (9S`--- ?cg (gam Zip 33f3 f Job Address (where the work is being done) Phone # qi- 5(11, City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES % %� Contractor's Company Name U 1Z 6 AN A�' vd t,..�fo Pie.or phone # ` ® ✓ ' �Y 33/$g Flood Zone Contractor's Address 2 a nre . (63 si'" 3 4.a City /Uotti —r4 a't t 4f 4C-41 State F L. Zip 37 / C 2 Qualifier Name 3 V•A nI flex SAS State Certificate or Registration No. C GC S-052-41 ` Certificate of Competency No. Contact Phone 3 a S "] Y y. it 6 tic- E -mail U V14 A#J /lc e GAJ.7 Phone# 7 - Y- 1C 1fr Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 4-tp5b Square / Linear Footage Of Work: Type of Work: ['Addition []Alteration ['New 11 ig Repair/Replace ❑ Demolition Describe Work: .. M114�I1 4.0 '(»d s4. 614-t rw:cif al ura *) k.fitw mat -044u. 3da1.000. d von **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * *, * ** * * * * ** * * * * * * * * *x ** * * * * * * * ** * * ** * ** * ** Submittal Fee ��0 Permit Fee $ / )Devel CCF $ '40 CO /CC .$ Notary $ Training/Education Fee $ 4 Technology Fee $ Scanning $ (HO Radon $ DPBR $ Bond $ Double Fee $ Violation date: nn Structural Review. $ Total Fee Now Due $ ' 610 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which ! ccurs seven i7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b( approve# � nd a reinsp )ction fee will be charged. Signature Owner r Agent Contractor The foregoing instrument was acknowledged before me this 30 The foregoing instrument was acknowledged before me this 3 O day of , 20 (, by , day of , 2007, by 54A ' RSA., . who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APJA Aviripwirrimirprirrrimpit 0 dig 13 who is personally known to me or-who has produced iJ-. as identification and who did take an oath. NOTARY PUBLIC: Sign: to— Print: Aso QCiL7ctJf My Commission Expires: .t F1 uk dpi ti.� ;c inuissio ) 'Wilts: APB :je �� sa� APPROVED BY /O -J 3 ' Plans Examiner Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked f • EXISTING TRUSS - GABLE END WALL EXISTING STUD MIN. (6) 1) » LONG FASTENERS 0 FLAT STRAP ANCHOR WRAP COMPRESSION BLOCK TIGHT AGAINST EXISTING STUD (MAX GAP V) MIN. 2x4 COMPRESSION BLOCK (MIN. 11)4° LONG) - ATTACH TO HORIZONTAL BRACE W/ (6) 3° LONG FASTENERS FLAT 2x4 HORIZONTAL BRACE EXISTING FRAMING MEMBER X° MIN. PLAN VIEW t 2x4 RETROFIT STUD - ATTACH TO EXISTING STUD W/ MIN. 3° LONG FASTENERS ! 6° O.C. MIN. 18° FLAT STRAP ANCHOR - ATTACH TO HORIZONTAL BRACE W/ MIN. (6) 1X° LONG FASTENERS MIN. (3) 3° LONG FASTENERS ® HORIZONTAL BRACE CONNECTION TO EACH TRUSS FIGURE A104.2.2 DETAILS OF STRAP & COMPRESSION BLOCK INSTALLATION - 2x4 RETROFIT STUD f. 4. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF *ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 SCOPE: • MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and 'regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division • and accepted by the Board. of Rules and Appeals (BORA) to 1'ie fused in Miami Dade County and other areas • where allowed by the Authority Having Jurisdiction (AHJ) This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for equality asturancepurposes. If this product or material fails to perform in the accepted manner, the manufacturer Will incur the expense of •such testing and the AHJ may immediately revoke, modify, or•suspend the use of such productor material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is. determined by Miami -Dade county Product Control Division that this product or material fails to meet the re4uireinents of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane ,Zone. • • DESCRIPTION: Series NVTA, NVTAS, NVRT And NVTH Wood Connectors. APPROVAL, DOCUMENT: DrawingNo. NU 2, =sheetsl`through 4, titled "NVTA and NVTAS,. NVBH 24 and NVUH, NVRT and NVTH", dated 02/13 /03,•with last tvision on 09/19/06, prepared by Nu -Vue Industries, Inc., signed• and sealed by Vipin N. Tolat, P.E.,: bearing the Miami Dade County Product Control revision stamp With the Notice, of Acceptance (NOR) n irnberand expiration date by the Miami -Dade County Product Control Division. _ . MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the.manufacturer's name or logo, city. state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered. after a renewa1application has been filed and these has been . no change in the applicable building code negatively affecting the performance of this product. TERM NATION'of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or .manufacture of the product or.process. Misuse ofthis NOA as an endorsement of any product, for sales, advertising or any other purposes. shall automatically •terminate this NOA. Failure to comply with any.section of this NOA.shall be cause for termination, and removal of NOR. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 0701.04 and consists of this page 1 and evidence pages El and.E2, as well as approval document Mentioned above. • The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 08- 0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 Page 1 Nu-Vue Industries, Inc. r . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • 1. Drawing No. NU -2, sheets 1 through 4, titled " NVTA and NVTAS; NVBH 24--and NVUH, NVRT and NVTE", dated 02/13/03 with last revision on 07/19/06, prepared by Nu -Vue Industries, Inc., signed and sealed by-Vipin N. Tolat, P.E. "Submitted under NOA No. 05-0701.04" B. • TEST :.3 Test reports on wood connectors per ASTM and sealed by C. R. Caudal, P.E. and S. E. Report No. Wood Connector ......PT 02.4073 NVTA. . .... PT 02 -4075 •NVTA PT 02 -4074 NVTA. - PT 02-3938 NVTA PT 03- 4177. NVRT36 6. PT 03 -4202 NVRT36.T PT 03 -4271 NVRT36 -T ' PT 03=4270 • NVRT24-T • PT 02- 4095 • NVUH26 - -- 10.- .., PT 02 -4096 NVBH24:= 11.: • :::31. 22456.0002 . ..:NVTA & NVTAS .: t :12: :r:;. :PT 04- 469.8.. NVTH24 ,... :13:= >'. :PT.04r5036 . ••,,:.:;,. • NVTH24:,, -' ,.:.., D1761 by Product Testing, Inc., signed Black, P.E. Direction Upward- • Upward _ Upward- • Upward Upward Upward Upward Upward Up & Downward Up &Downward Lateral. Upward ParalleVPerpendicular ;Upward Load.: CALCULATIONS Report of Design Capacities prepared by V:. N Tolat, P.E. - . _ ... i roduct.Model :. s.__ ... _,. { i1 ha',B: •a...f .. ! 1: _._. :.. n • ..... ...:........I t-t...�. - - - _- - .... .... `1�fo:'oi'�'a�es= . . 1�ate " "'- ` �igaature NVBTVT2 7 through.. . ' 05/05%03.' 'VAN. 3wo1at, P.E 2. NvRT - ' ' :- - • 9 through 14 05/65/03 - V. N. Tolat, P.E. ' 3. NVTA & NVTAS 1 through 6 05/05/03 ' V. N. Tolat, P.E. 4. NVTA & NVTAS 1 through 14 02/06/03. V. N. Tolat, P.E. 5.. NVRT ; .: _. ; ,:: ;,,15. through 15 :...: :, 07/07/03 . V. N. Tolat, P.E. "Submitted under NOA No. 04-1202.01" Date '.11/06/02 11/07/02 -11/06/02 08/06/02 02/03/03 02/19/03 03/27/03 03/27/03 01/17/03 12/03/02 07/06/02 04/15/04 12/10/04 D. QUALITY ASSURANCE ,1. Miaami Dade Building Code Compliance. Office (B.000)..t 3.a a . tj:} 1fi::tt czi!{ ear:ir:�,: 1;?' 15-z .i:::ii :: E -1 dos M. of trera, P.E. Product Control Examiner NOA No: 08- 0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 Nu -Vue Industries, Inc. 4. =18ias .. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EMATERIAL CERTIFICATIONS ... E. STATEMENTS 1. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/03 signed and sealed by V. N.. Tolat, P.E. • "Submitted under.NOA No. 04- 1202.01 " 2.,. ,.; Letter to Nu Vue Industries issued by BuildingCode Compliance O c ,o s,08 /10/04. and signed by C: T. Font, P.E. "Submitted underNOA No. 04:1202.01" f1• . O'1HLR 1. Notice of Acceptance No. 08- 0326.11, issued to Nu -Vue Industries, Inc, ,approved on 09/14/06 and expiring on 08/21/08. ;. • • ,e . '•.1 tf rt. • NVl.'i_` • tta. tg;'6t:. .isJ.3l.a t.0 is sit Si 1J {.ivl�ii. it?! qii e oarc t. .E -2 • Cfrbg Carlos M. ittrera, P.E. Product Control Examiner NOA No: 08. 0326.11 Expiration Date: August 21, 2013 . Approval Date : May, ;2, 2008 • TABLE 1 Truss Anchors NVTA and Riveted H Length (in) Product_ Code Gauge seat Gauge strap 16 NVTA -16 NVTAS' 212 757 20... .. .. 14 .:. 18 NVTA -18 NVTAS 214 805 20 - 14 20 ' NVTA -20 NVTAS 216 854 20 14 ' 22 NVTA -22 NVTAS 218 902 20. - - 14 • 24 NVTA -24 NVTAS 220 : • . 20 • 14... 26 NVTA -26 NVTAS 222 • .: 20_.:_ 14 ,?6 7 NVTA -28 NVTAS 224 7 :'•.20ii . F ic.14 30 NVTA -30 NVTAS 226 • 20. -. .,. 14 - 36 NVTA -36 NVTAS 232 1145 20' i 14 48 . NVTA -48 NVTAS 244 . 20 , 14 Na. of -Fasteners each strap ' 10d Maximum Allowable Load (Ibs) Uplift Single Strap U lift Double, NVTA L1 Single & Double Straps .. •L2 Single & Double Straps NVTAS. 212. 757 1514 250 .18 • 500 6' 805 1610 ' 250 20 500 7 854 1708 250 22 500 . $ 902 *1804 250 • ..500 . • 9 951 *1902 250 26 500 10. 999 *1998 250 28' 500. _ 11 1048 *2096 250 30 500 12 1096 ,*2192. 250 ' 500 13 1145 *2290 250 48 500- 14 1193 *2290 250 ' 500 *Note: For 8 or more nails per strap. use - double truss for double straps. General Notex 1. Steel shall conform to •ASTM A653, structural grade 33 (Min. yield 33 ksi) and a •minimum - galvanized coating of G -60 per ASTM A525. . • ... , 2. ANowable loads are based on National Desing. specifications -(NOS) for-wood construction.. 2001 Edition and Florida Building :Code 2004. ' 3. Design -loads are for Southern Pine species *with!. a specific' gravity of 0.55. Allowable loads for other' species shall be. adjusted accordingly. • 4. Nab values are based on NDS table 1112. G=0.55 for common wire nails. and have•been reduced for Penetration' Depth facts^ CD. 5. Allowable loads for grind uplift have already-been Increased by a duration factor of 1.6 for anchor nags. 33% steel stress increase, is not used in the tabulated values. 6. Allowable Toads for more than one direction for a single connection cannot be added together. A design Toad which can be divided into components in the directions given must be evaluated as follows: - • Actual l�ld� + e t1 + A16oxtatiR7 0. 1.0 Allowable Up1iR 7. Allowable loads are "based' on 11" thick wood members unless otherwise noted. '11. All tie beams and grouted concrete masonry shall comply with chapters 19 and 21 of 2004 FBC. Concrete for tie beams and grout and mortar for concrete masonry shall be a min. of 2500 psi. Concrete masonry shall comply with ASTM C90. 9. All tests have been conducted In accordance with ASTM D -1761. 1• r TABLE 2 • Truss Anchors NVTA and Riveted-Truss .Anchors with Seat NVTAS Length (in) 'Product -Code ' . Gouge seat - Gauge strap. 16 NVTA -16 NVTAS. 212. 20 -. -14 .18 NVTA -18 NVTAS 214 . 20 500 14. 20 NVTA -20 NVTAS 216 .20 ' 14 22 NVTA -22 NVTAS 218 ` •20 2272 - 14 24 .NVTA-24 NVTAS 220 • '20 14 26 NVTA -26 -NVTAS 222 20• 630 14- -_ • 28' NVTA -28 NVTAS 224 . .20 • 14 30 NVTA -30 NVTAS 226 20 *2322 , .:14 . 36 NVTA -36 NVTAS 232 20 . 14 48 NVTA -48 NVTAS 244 20 630 - 14 ' No4 of Fasteners each. strap 1'0d x -•1.5• Maximum Allowable Load (Ibs) . Uplift Single Strap Uplift Double L1 Single &Double Straps • L2 Single & Double Straps ,5- - -. 1032 2236. 250 500 6. . 1127 2254 385 565 • 1136 2272 520 630 8 1144 • *2288 . 520 630 9 .. 1153 *2306 520 630 .' 10 .: 1161 *2322 520 6.30 11 - 1170 *2340 • 520 . • 630 - 12 : ' 1178 *2356 520 .630- .13 1187 *2374 520 '630 *Note: For 8 or more nails per strap, use double truss for double straps. • PRfr2�tiCF*RE1f{liEp Perpendicular iwilL 141lii�t to wall ail~ �t • 0 INI L2 ‘itiCil � Reinforcements Required -: III% irOZ........11,,........ 7: • Z IPIN N. TOLAT, PE (CIVIL) L. REG. # 12847 5123 LANTERN CREEK LANE OUSTON, TX 77068 Concrete Tie Rem or Tie Beam formed with concrete filled 0 m -a-- asor ODt1CTIIENEWED --.- -- Holes Dia. • es complying withal 1F7otide Bandies Code . NVTA, NVTAS Acceplasoe No Tir _ 0 • Y U e • Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 694, -0397 FAX (305)'694-0398 • NVTA AND NVTAS TRUSS . AN-CHORS DWG #: NU -2 Sheet: Date: Revisions: July 7, 2003 June 15, 2005 Jan. 10, 2006 1 of 4 ! EB. 13, 2003 July 19. 2006 :47 • 7;;;;`: - ` TABLE 3_ NVBH. 24-BUTTERFLY HANGER Notes: 1. Use all specified fasteners in_schedule to achieve values indicated. ? _ 2. Values are based on'C*" header and Joist thickness. 3. See General Notes, Sheet 1: SYMM.® Mid Span DOWNWARD LOAD r-. TABLE* .4.. • NVUH .26 . JOIST. HANGER: w iv rn • PRODUCT CODE • GAUGE • I FASTENER SCHEDULE. - ALLOWABLE • LOADS (Ibs.) gv W 00 x : g a0 DOWNWARD GRAVITY LOADS - , 2x4 NVBH24 18 12 • 8 - 1113 Notes: 1. Use all specified fasteners in_schedule to achieve values indicated. ? _ 2. Values are based on'C*" header and Joist thickness. 3. See General Notes, Sheet 1: SYMM.® Mid Span DOWNWARD LOAD r-. TABLE* .4.. • NVUH .26 . JOIST. HANGER: w iv rn PRODUCT , COQE't .GAUGE I' FASTENER SCHEDULE ••ALLOWABLE LOADS .(Ibs.) 44 I- r p " -'S DOWNWARD -- GRAVITY LOADS . ='" - WWNO':. UPUFT LOAD . • 2x6 NVUH26 .14. ' 20 • 10 . . 2233 -- • 1213 ' Notes: 1. Use all = specified fasteners in schedule -t achieve values indicated. • • 2: Values ore based on 3 ". header thickness. and' t4" Joist. thickness. 3. See General Notes, Sheet 1. .. .. ifillua VIPIN N. 7OLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 riico= RENEwin builistiCak _, Aagrepasace —Vue Industries, Inc. • . 1053 -1059 East 29 Street Hialeah, . Florida 33013 PHONE: (305) .694 -0397 FAX:- (305) 694 -0398' NVBH 24 AND NVUH 26. HANGERS DWG is Sheet: Dote: NU -2 2 of 4 FEB. 13, 2003 Revisions: July 7.. 2003 • June 15, 2005 Jan. 10, July 19, 2 TABLE NVRT Flat•- and Twisted Rafter lies Length (in) Product - Code TOTAL Gauge 12 Twisted Ties NVRT -12 - 4 14. 16 _ NVRT -16 •' 861 ,14,.._ 718 ' • NVRT -18 ' ' 996 --. 14.. _ 20 1135 NVRT-20' .- - - .1.4 -' 22 .- NvRT -22 NVRT-22 14 24 .. NVRT -24 • .14 30 - NVRT -30 NVRT -30 . - 14 36 . •. - _-NVRT -.36 NVRT -36 : 14' • 48 • NVRT -48 NVRT -48 14 16d Fasteners Maximum Up ift Load (Ibs) TOTAL R"egs Flat Ties Twisted Ties 8-- - 4 725 724 - 10 5::.. 861 860 12 , 6: 998 ' 996 14: ,... 20 1135 1132 . 1. 2. Fastener values are based on a minimum 11" thick .wood members. 3: * Indicates-no. of nails 'In each - connected -wood• member. Specify "F" for' Flat and 'T" for Twisted'. when ordering: 4, See General- Notes, sheet 1. e s ..e s s e s s s s s % s s s s' s • ♦ 0 0 0 0 s HALF Connected . to truss . • LENGTH HALF Connected to wall TABLE -6 NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete. Filled Masonry Length (in) ' ' °No. of i" diameter ' Tapcons to Concrete Product Code Gauge 12 722 5 NVRT -12 : 14 -16 " • NVRT -16 14 18 ' NVRT -18 14 20 • NVRT -20 14. 22 NVRT-22 14- . 24 • NVRT -24 14 30 NVRT -30 . 14.. 36 NVRT -36 14. 48. • NVRT -48 • • 14 Votes: No. of 16d nails to Wood Framing . ' ' °No. of i" diameter ' Tapcons to Concrete Maximum Uplift Load (Ibs) . 4 722 5 7 858 _ 6 _ 8 - 991 7• - - ... 9 1125 PRODIXTMENEVAZD .: ss eempiy wi *env*, is 1TW.tapcons shalt be embedded .o minimum of ,14" into •concrete :lebeam ' or tiebeam formed with concrete filled masonry. ITN tapcons Shall lave a min. edge distance of 24" and minimum spacing of .14" as ..shown, ?. See .General Notes, sheet..1. _ + 1 All tapcons must- .be in the same -row space at '1h" on centers. )o not use holes in . the opposite .row. trap must be long - 'enough to accommodate required tapcons. LENGTH 2 lin. edge distance Reinforce t required Tie Ream formed with concrete filled masonary or concrete tie beam VIPIN N. TOLAT, .PE (CIVIL) FL. REG. O 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 0 0 1" -�- o o — NVRT Anchor Holes dia. y" Do not Use circled holes See Note #3 V u e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 894 --0397 FAX: (305) 694 -0398 NVRT FLAT AND TWISTED. RAFTER TIES DWG. #: NU -2 Sheet: 3 of 4 Date: FEB. 13, 2003 Revisions: July 7, 2003 June 15, 2005 Jan. 10, 2006 July 19, 2006 • • r •...Milos plate :required to transfer Toad to bottom'-chord dot 0.203'* 1- MIN. 4" ; EMB t . f Truss plate required to transfer load to bottom • chord • ti • N _.Reinforcements •Required r Double. gtroP Double Truss Concrete' Tie Beam or Tie Bearn formed with concrete filled 'masonry t /4. ��\ Reinforcements Fir , %► Required Itit4iiii., 01 immillillil Single Strap Single Truss Concrete lie Beam or Tie Beam formed with concrete filled 'masonry 5 Nails in Front (Min.) Nails 10d x 1:5" !lath __ Ccoor ,I --- r- - - -. 4:1P7 •der_ •,� C7odttai Nails •on -out & Back Shall be `f centered • r TABLE. 7 Truss Anchors' NVTH 0•o l• H• Length (in) Product Code • Gauge seat Gauge strap 12 NVTFi -16 18 14 14 16. NVTH-1.8. 18' 14 • NVTH -20 18 14 18 NVTH -22 1 14• 20 NVTH-24 18 14 NVTH -26 18 • 14 N VTH --28 26 NVTH-30 "18 4 '18 . 1• 18 14, • 4._ NVTH -48. 18 - "14 WIN N. -TOLAT, PE (CIVIL) • , - FL. REG.O 12847 15123 LANTERN CREEK LANE • HOUSTON, TX 77088 tig No. .of fasteners in each Strap 10d x 1.5" Maximum Uplift Loads (Ibs) Single Strap • on Single Truss Double Straps on. Double Truss 1032 2064 1222 2444 1275 2550 . 1329 2658 1383 2766 1.0 1437• 2874 1490 2980 12 1544 3088 . -13 1598 3196 NVTH Vu e Industries, Inc. • 1053 --1059 East 29 Street Hialeah. Florida 33013 ;shone: (305) 894 -0397 Fax: (305) 894 -0398 NVTH ANCHORS DWG #: NU -2 Sheet: I Date: 4 .of 4 JULY 19, 2006. Revisions: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 (611 _ q - O g -150-1 Inspection Number: INSP - 125942 Permit Number: RF -10 -09 -1613 Scheduled Inspection Date: October 14, 2009 Inspector: Bruhn, Norman Owner: POWELL, DEBORAH & CHRISTOPHER Job Address: 1271 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: URBAN REDEVELOPMENT cORP. Permit Type: Roof Inspection Type: PE Certification Letter Work Classification: Hurricane Mitigation Phone Number Parcel Number 1132050090430 Building Department Comments wALL TO TRUSS STRAPPING REQUIRED FOR HOMES FOR THAN $300,000 Passed l/e9J(1.01 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 13, 2009 For Inspections please call: (305)762 -4949 Page 15 of 23 10050 NE 2"d Ave ' Miami Shores, FI 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 Lab Report No. 09- 100064 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10/08/09 10050 NE 2"d Ave Miami Shores, FI 33138 Re: Owner's Name: Al Haghayevh Property Address: 1271 NE 97 St., Miami Shore Fl. Roofing Permit Number. Dear Building Official: .I Alberto Cardona, P.E. certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. Signature 17138 License Number State of Florida County of Dade Alberto Cardona Print Name The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this 12 day of October 20 09 Notary Public, Sate of Florid _, or or DV '' Notary Public State of Florida Tamara Diaz o My Commission DD61-8703 (SEAL)� o� Expires 0211812011 FINAL COMPLIANCE 1010(0109 1(25 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 OWED SEP 2 3 ?Off' Permit Type: BUILDING ROOFING .1 i1_- Owner's Name (Fee Simple Titleholder) A l' t� Phone # Owner's Address 1 2 oZ. ,Q� City AA (g_ Vt'( is State PermitNo.SF Permit No. Tenant/Lessee Name Zip Email [ a-I4a t 461- ` C® Job Address (where the work is being done) / 2-71 7 sir 365 - 2 43 ag 3 3/198 Phone # City Miami Shores Villa e County Miami -Dade FOLIO / PARCEL # 1 / — 3 & —004— NY. 3 O Is Building Historically Designated YES NO, Contractor's Company Name Pkiu g00:14b Corp. Contractor's Address 57 5- /1/0 a S' S1 City Gi) Per-k1,-)s State rt. Qualifier Name D c ci .. State Certificate or Registration No. C C QL 0706 'Contact Phone 305— 62 8'7— 6 S ( E -mail Architect/Engineer's Name (if applicable) Zip 3 313e Flood Zone Phone # 705 ° �,ra ? - �, 5 Zip '33/6 Phone # .YO5 - a 7- C"S, / Certificate of Competency No. perkiaS roC/ o6W Phone # Value of Work For this Permit $ S3/ 000 Type of Work: ❑Addition JJ []Alteration Describe Work: roof- `�� le Square / Linear Footage Of Work: ( I 0 -mg.( 5k 4-t— ❑New ►1 Repair/Replace ❑ Demolition Submittal Fee r $C'(): 6 Permit Fee $ Notary $ Scanning $ Double Fee $ Structural Review. $ Total Fee No D � CCF $ 11- Training/Education Fee $ Radon $ DPBR $ Violation date: ** * * * * * * * * * * * * * * ** CO /CC .$ Technology Fee $ iS Bond $ w Due $ As See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection , hich occurs seven (7) days fter the building permit is issued In the absenc of su% posted notice, the inspection will no be 'p'', roved an a reinspection fee Jvill be charged.. Signature The foregoin day of who is personally has produced n and who did take an oath. Signature Contractor The foregoin instrument was acknowledged before me this "� day of , 20 who is personally kno , or w o has produced atioo and who did take an oath. i My Commission Expires: Sign: Prine latiL My Commission Expir APPROVED BY `�,,r -�9", • Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Permit No: 09- is67 Job Name: , 2009 Miami Shores Viiiage Building Department Building Critique Sheet or) /910,,w, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. �0 ISO ! TAX FOLIO NO. 1 / - 32,0 S - 00 0115O STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 11111111111111111 1111111111111111111111111111 THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: CFN 2009R07047!6 DR Bk 27030 Ps 1164 (1ps) RECORDED 09/30/2009 09:20:18 HARVEY RUVINv CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE / A - 7 ( NE 47 to i- (S lcJJ 3 Eciit40A S red M ikkr, i Owner, F. 23/1r 2. Description of improvement: 3. Owner(s) name and address: 1 r Cr Z g 7, -S t (4) , (Cant L 3 /GAP' Interest in property:_ivO tfrZo Name and address of fee simple titleholder. 4. Contractor's name and address: . r-k ( k °ls L -s). -r f'i!l c irk FL 33/ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.1 (1)(a)7., Florida Statutes, Name and address: x 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Peek (A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from'thb. date of recording unless a diffe nt d ia e Is specified) r Sig a of Owner Print Owner's Name 41 1 r ez C Sworn to and subscribed before me this Notary Public Print Notary's Na My commission expires: 20 Notary Public State of Fbrfda Bryant J Adams t My Commission l• . 5' - 4: 123.01 -52 PAGE 4 8/02 STATE OF FLORIDA, CO, •TTY OF DADE HEREBY CERTIFY' that this is�°+-`°^ e /c000py of the ,rigin din this ',hoe on J -Q-hi and Offic.al Seal. iN, CLERK, of iruuit and 60 :VI7 E HAR Ey 0 Preparedly Dec.,,\ Per-1 A. dress "7.:S /V, tai.. /42 �'✓! (<1,14,( j FL 23/6i ray Courts D.C. 600 %,°6 PB ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name -- Le -111 Corp Job Address .17/ N �t ROOF CATEGORY 4Q Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles/Shakes Shingles ❑ New Roof ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) ao Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, root drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. vg .o ❑ Repair ❑ Maintenance Total (SF) • • • • • 1 • • • 15.32 J Q 1■■■■■■■% I■ ■h UN /■■i a I■■■►■■■■�i 1■■■■11 ■ ■ ■■_ imt ■AR ■I ■ ■ ■ ■ ■■ ■ate ■ ■ ■ ■ ■ ■ % ■■ !Rim ■■11 ■ ■■■ M . I■■■ 111I ■■EIER ■ ■ ■■■■■■■■IMI■III■■■■ 1311116 1111111111111111111 �� ■7■ ■ ■■■■ ■ ■ ■■■■■` 7■ ■■ I CMCCI IA\■ r ■ ■II ■ ■\■■ IIII■a1111111■1114M= I ■ ■D0 ■\ 13©■ ■■nn l9 za' FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High-Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component Is not used, identify as "NA") System Manufacturer: c2Lk tJt. bk\e-C1 Product Approval No.: 0-4--V?Vt1 l Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 914 Pmax2: Pmax3: Max. Design Pressure, from the specific Product Approval system: , s Deck: Type: G Gauge/Thickness: Slope: II.* Anchor/Base Sheet & No. of Ply(s): 4 16.44ca Anchor/Base Sheet Fastener/13on, ding Material: j_____9411‘,V.AS 15,6# -1-■*--12116 Insulation Base Layer: 1¼Ji4 Base insulation Size and 'Thickness: AS/A- Base Insulation Fastener/Bonding Material: au/A Top Insulation Layer: Ai • Top insulation Size and Thickness: 411/4 Top insulation Fastener/Bonding Material: •••• • • • • • • • • • • • • • • Base.Glattet(s) & Flea, QIy(s): • • •••• • • Base 4heet Fastehetactriding Material: • • • • • • • Ply.S1r1(1) & No.•oloPjy(s): Ply 11 l‘kt-S • • • • • Ply Silted rastener:/fiiiding Niaterial: • • ,k, •• Top Pit: 4-4—• •••• • • • To.a12130Pbstener/Bondin 14- Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: " oc 0 Lap, # Rows 4! oc Perimeter: " oc Lap, # Rows 9 oc Corner: " oc 0 Lap, # Rows If oc Number of Fasteners Per Insulation Board: Field 17, (2.) 'neter A- coe**-----T—x:"..4—ter_ Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit (Me Val nr5-41 1 L( FLORIDA BUILDING CODE — BUILDING Parapet Height Mean Roof Height 15.33 "3 r3 vaLLe ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: bra Notice of Acceptance Number: S -041 00 k Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations.): <- • 37- P2: i 5(( P3: 251,9 Maximum Design Pressure (From the Product Approval Specific System): • • • Steep Sloped Roof System Description Deck Type: —1 T-1 Type Underlayment: L pc S .. , 7 ?elE Insulation: Fire Barrier: Ridge Ventil�ti�on? j Fastener Type & Spacing: NN 0000 • • • •0 • • 0• • • • 4141.. • • tWean Rock Heipkt: .... • •• •• •• •• • • • • • • • • 410. .. • 0 • • • • • • •• •.•• • • 1100• • • • •• • • •• • • • 0000 • • • • CIC Adhesive Type: yr/ A-s 1 - -, Type Cap Sheet: Roof Covering: g041 nebwerielowt,.4 bkAtAic -TA e Type & Size Drip Edge: 1 15.34 FLORIDA BUILDING CODE — BUILDING •••• • • • • • •• • • • •••• • • •••• • •• • • • •• •• • • • • • •• • • • • • • • •• • • • •••• • • • • •• • • •••• •••• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Penult Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method I or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the MT values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based The Calculations Per RAS 127" `� 7 OQ (Pl: ��Q,!/ /x� )q�20� =��)-mg: 1•�s`f = MTI�a3�% Product Approval Mp � �f (P2: 7 o''4x Aa /��`� ' - Mg: 7c `41= Mr2 1s'`q` Product Approval Mf /4 r (P3: x €O't I - Mg /�fa 7 = Mr3 2J; (I Product Approval Mf IYO� Method 2 "Sirnplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height -' Roof Slope ,, 15' 20' 25' 30' 40' 2 :12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 301 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" x w: = � - W: x cost/ . = F0 Product Approval F (P1: xL (P2: xI. = xw:_ ) -W: x cos0 (P3: xL xw:= ) -W: x cos0 = Fr2 = Ft3 Product Approval F Product Approval F' _ Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 2 Product Approval RZtogng &foment due to • • Gravity Mg Product Approval • • httl eQt Resistance Mf Product Approval Require41Noi*lh Resistance Mg Calculated Minimum Attachment •••• •Resistance • F Product Approval •••• Reqakkeil y(;lilt Resistance Fr Calculated • • •AlkItdt 'file Weight W Product Approval • •• • • • • Tils•Dimensions L= length W =width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 14 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 11 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 1% 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. A4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 1-k- 5. Ponding Water: The current roof system andior deck oi cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an inu:...;::: 01. structura, distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. • • • • • • .. • • • •• • • • '�• •1.• Ventilation, Most roof structures should have some ability to vent natural airflow through the • interie1 ttf the s1lugtur$1 assembly (the building itself). The existing amount of attic ventilation shall not be • • reduced.. It may Ile Dtileficial to consider additional venting which can result in extending the service life of the roo£••••• •••••• • • • • • • • •••• Monuments end SeidngskdamroaeV.ocel SettIngelTemplTemporary Internet Files1Con tent.tE510KLBAFTINSECttO\ 1524/11.don Cont rtor's Signature MIAAMICAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1363 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material faits to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of N�9r.• • Aily,VE TIStMITT: The NOA number preceded by the words Miami -Dade County, Florida, and feiIg�v�etl by tie exp.iration date may be displayed in advertising literature. If any portion of the NOA is •• displayed, thehttosall be done in its entirety. • • . • • • • • Il?TIO,M41•eopy of this entire NOA shall be provided to the user by the manufacturer or its d'fstribbutors acid 'stall be available for inspection at the job site at the request of the Building Official. .. • •••• • • T141. itA rerrgji kid revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. Tl1,e4ubmitte4 ppjnentation was reviewed by Jorge L. Acebo. • • • •••• • • • • •. • • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: BUR Deck Type: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix"' 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID Modified Bitumn f lashing •• • • • Gen • f• • • • • • • • • • • • • • • Lea t terTM ItakixTtit 20 L tr anium ST33 °.. FlefAing Cemei ; • • G.41 "i {S® #7 •••• •• •••• • •••• • • • •• • • • •• • • • •••• • • •M b APPROVED Test Dimensions Specification 3, 5, 55 gallons 60 & 1001b. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D 41 ASTM D 1863 ASTM 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fbered. ASTM D -4586 Refined asphalt blended with a mineral ASTIVI D-3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 • • • • • • • • • • •' Pro ac Dimensions GAFGLAS® #80 ULTIMATM Base Sheet GAFGLASs' Flex P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable RUBEROID® SBS Heat - WeIdTM Smooth RUBEROID® SBS Heat - WeIdTM Granule RUBEROIDe SBS Heat - WeIdTM 170 FR RUBEROID® SBS Heat WeIdTM PLUS RUBEROID® SBS He H-Iktldrm PLUS FR • • • MUMMY' SBS • HeatrWeldh 33►: • •: •• •• •• •• RUBEROID® MddI ?ed Base'lahhet •'' ". • •• •••• • • •••• • • • •• • • •• • • • IDADE CO APPROVED 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide I meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (3937 ") wide 39.37" (1 meter) wide Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 03672 ASTM D -6164 ASTM D -6164 ASTM 0 -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM 04601, Type II, UL Type G2 BUR Product Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11114113 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID ® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID® 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR • • RUN'ERMID®i • •• • • • UI•T1WLAD®6 • 0000 • • • • • • • • • RJ OID Dp I • • • • • • • •• • .... Vent Stneks (metaland • • .,,.sue) • • • •• • • •' • • •• • • • Dimensions 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 3937" (l meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Teat Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak BUsterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak BUsterTM MatrixTM 602 Leak BUsterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteT' SeamCoteTM FireOutTM VersaShield° VersaShield® FB -1S VersaShield° FB -2S TOPCOAT° FireShield° MB Leak Buster"' Matrix"' 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive LetittOysterTM MatrixTM 202•SBS Flasiing• • • Clement• • Leak BusterTh MAMXTM 2b1•1astic R t t Cement LetiLBi sterT"d MAfrixTM 103 Coid Process Aceojve • • • .. • • • •* • • • Dimensions 5 gallons 1001b. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq fl. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification Product Description ASTM D2824, Non- fibered aluminum pigmented, asphalt Type I roof coating. ASTM D312, Types I, II, III and IV proprietary AST' D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM 03019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric rooting membrane. Low VOC, fire harrier coating. Non-Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non- Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modred SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM MatrixTM 303 Fibered AIuminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating Dimensions 5 gallons 5 gallons APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation D+ains I l ck ®, el s Coleck(i) Prime, • • D ) ck Dtfia GfiardTM Sti1fo 6dek : . • • • • • • • • • SoeunackTM •• •. • • • • • •• • • • • • • •• • •••. • • • •• • • • •••• • • •• • • • . R:� COU APPROVED Test Specification ASTM D 2824 Product Description Fibered aluminum coating. ASTM D2824, Non-fibered aluminum pigmented, asphalt Type I roofcoating. Table 2 Product Description: Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation, Polyisocyanurate /wood fiberboard composite Polyisocyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 • • • •' • • • • • • • •' APPROVED FASTENERS: Fastener Number Product Name 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill-TecTM ASAP 3. Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drip - Teem Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: D: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. •.. • • • • .... • .. Ilia oaf S. F1. • . • •••• • •• •• • • • • • • • • • • •. • • • .••• • • .••. • • •. • • • TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre- assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Test Identifier J.I.2B8A4.AM J.I.3B9Q1.AM J.I.ODOA8.AM J.I.ODIA8.AM J.I. 0Y9Q5.AM 3029832 GAF - 012.02 -02 GAF- 020 -02 -01 02 -005 02 -014 Dimensions Various Manufacturer (With Current NOA) GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 %2" GAF Materials Corp. 3" and 3 1Z" GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 - TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 ate 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No,: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7of 19 Deck Type 1: Deck Description: Wood, Non- insulated 19I32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. Ml General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based Undcrlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID" Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) ••. • • • • • • •• • • • • • • • • • • • • • •' .••. • • .••• • • •• • • • • • • • • • • •• •• •• •• • • . • • • • • •. • • • • • •• • •.•• • • • •• • •••• • • ••.. • • •• • • • GAFGLAS+? Ply 4, GAFGLAS ®Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, ##14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill - Tec'''h insulation plates at a fastener spacing of 9" o.e. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TeaTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TccTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.e. in the field of the sheet. (Maxi um Design Pressure —75 psf, See General Limitation #7) One br more , lies of G LAS® PLY 4, #80 ULTIMA, RUBEROIDe MOP Smooth or RUBEROID® 20 adhere + nt 11 mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) Oply of GAFGLAS``' Mineral Surfaced Ca Shee or GAFGLAS(4) EnergyCa T Herat Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 Ibs. /sq. respectively in a flood coat of approved asphalt at 60 Ibs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLASe' Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3 Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixrM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCotee roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield'8 SH Solvent based Elastomeric Roofing Membrane applied at lto 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above • • • • • • •• • • •• . •. • • • •••• • • • • •••• • • • •• • • • • • • •• •• •• •• • • • • • • • •• • •••• • • • • • • • • •• •••• • • • • •••• • • • • • •• • • •• • • • • ■ !LINTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'l4" Dens DeckTM or '/a" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1 Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation 49 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall . `t6Qfarm with Roofing Application Standard RAS 111 and applicable wind load requirements. • 9. 11e riiaximin»aeaigned pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, • •ggruneters, And ewers). Neither rational analysis, nor extrapolation shall be permitted for enhanced • • fastening at'ed pressure zones (i.e. perimeters, extended corners and corners). (When this • limitation is mpeetfically referred within this NOA, General Limitation #7 will not be applicable.) • 10. :All products tisletlrherein shall have a quality assurance audit in accordance with the Florida Building •Ebrle ind Reid 98x.72 of the Florida Administrative Code. • • • • • • • • • • END OF THIS ACCEPTANCE • .••• • • •. • .. • • •. • • !ECOUNTY APPROVED NOA No.: 07- 1219,09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Sales, Inc. 819 S. Federal Highway, Suite 300 Stuart, FL 34994 MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLA.GLER STREET, SUITE 1603 MIAML FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Skandia Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPM1`ION4A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors • • and a� be avaaabile fv" r inspection at the job site at the request of the Building Official. • • •••• • • • • • This NOA rene koit No. 00- 1106.03 and consists of pages 1 through 6. • ThQ tutttjtted ddetl 8ftation was reviewed b Jor L. boil • • • y .• • .••. • • • • • • • •• •••• • • • • • • • • •. • • • NOA No.: 05- 0413.01 Expiraton Date: 12/08/10 Approval Date: 12/08/05 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This renews a roofing system using Entegra " Skandia" concrete roof tile, as manufactured for Entegra Sales, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Skandia. Skandia ABC Duratile USA "E" USA Trim Pieces Dimensions Length: 161/2" Width: 13" Length: varies Width: varies Thickness: varies Test Specifications TAS 112 TAS 112 du DescrProiptict on Flat concrete roof tile for direct deck or batten nail -on. Accessory trim, concrete roof pieces for use at hips, rakes ridges and valley terminations 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Tile Nair Tile Screws • • • •• • • •• ?imp hoof II' • • • •••• • • • • • • ge Wateeftel>1 • • •'f U1derlay4nent • • • •• • • Dimensions Min. 10dx 3" #8x 2'/i" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. 30" x 75' roll 36" x 75' roll 60" x 75' roll 36" x 75' roll 39 %" x 32'10" roll Test Specification 8 TAS 114 Appendix E TAS 114 Appendix E TAS 104 TAS 103 TAS 103 Product Description Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Single ply, nail -on underlayment with 2" self adhering top edge Self adhering Underlayment Self - adhering Underlayment Manufacturer Generic (With current NOA) Generic (With current NOA) Protect O -Wrap, Inc. W.R. Grace Co. Polyglass USA, Inc. NOA No.: 05-0413.01 Expiration Date: 12/08/10 Approval Date: 12/08/05 Page 2 of 6 Roof Tile Mortar ( "TileTiteTM") Roof Tile Mortar ( "Quickrete® Roof Tile Mortar #1140) Roof Tile Mortar (`BONSAL® Roof Tile Mortar Mix) Roof Tile Adhesive ( "Polypro® AH 160") Roof Tile Adhesive ( "Tile Bond ") Hurricane Clip & Fasteners N/A N/A N/A Various Factory premixed containers Clips Min. 1/2" width Min. 0.060" thick Clip Fasteners Min. 8d x 11/a" TAS 123 Prepared mortar mix designed for mortar set roof tile applications TAS 123 Prepared mortar mix designed for mortar set roof tile applications TAS 123 Prepared mortar mix designed for mortar set roof tile applications See NOA Two component polyurethane adhesives designed for adhesive set roof tile applications See NOA Single component polyurethane adhesives designed for adhesive set roof tile applications TAS 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Bermuda Roof Company, Inc. Quickrete Construction Products W.R. Bonsai Co. Polyfoam Products, Inc. Flexible Products Generic (With current NOA) 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miarni -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. .4101 TALLATION 41 . "tegra Sales Inc. Skandia Flat and its components shall be installed in strict • • •••• • compliance with Roofing Application Standard RAS 118,119, & 120 • 4$, Dada For Attachment Calculations • • • • .... • • • • • • • . • • • .. • • • • •. •-..• • • • • • • • • NOA No.: 05- 0413.01 Expiration Date: 12/08/10 Approval Date: 12/088/05 Page 3 of 6 Table 2: Restoring Moments due to Gravity - Mg (ft-Ibf) Table 1: Aerodynamic Multipliers - X (ft3) Tile Profile 4 ": 12" (.) Batten Application X, (ft3) Direct Deck Application Skandla Battens 0.267 0.289 Table 2: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 3 " ;12" 4 ": 12" 5 ": 12" 6 ": 12" 7 ": 12 "or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Entegra Skandla 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 N/A Table 3: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) For Nall -On Systems Tile Profile Fastener Type Direct Deck (Min 151132°" plywood) Direct Deck (Min. 19/32" plywood) Battens Skandia 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 322 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 installation with a 4° tile headlap and fasteners are located a minimum of 21/2" from the head of tile. • • • • • TapJe 4: Attachment Resistance Expressed as a Moment Mr (ft-Ibf •••• • • • For Two Patty Adhesive Set Systems •••• • • • Twe Profile • Tile Application c Minimum Attachment Resistance SjcgVia • • •,• • Adhesive 31.33 2 See mantra-Ws component approval for installation requirements. 3•• F%xlbie i3roiiucts Company TileBond Average weights per patty 13.9 grams. • - R8Iyfoam Piuct, Inc. Average weight per patty 8 prams. • • .• • NOA No.: 05- 0413.01 Expiration Date: 12108/10 Approval Date: 12/08/05 Page 4 of 6 Table 4A: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Skandia PolyProTh° 118.94 PolyProm' 40.45 4 Large paddy placement of 45 grams of PolyProw. 5 Medium paddy placement of 24 grams of PolyPro' '. Table 4B: Attachment Resistance Expressed as a Moment - Mt (ft -Ibt) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 5.2 Entegra Sales Inc., Skandia Roof Tile bears the following markings: Skandia, Skandia ABC, Duratile, USA "E" USA, where the E is a stylized logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. MANUFACTURING LOCATIONS 7.1 Indiantown, FL ••• • • • • • • •• • • •• • • • • • •••• • • • • •••• • • • • • • • • • • • • • •• •• •• •• • • • • • • • •• • •••• • • • • • • •• •••• • •••• • • • • • •• • • •• • • • • • NOA No.: 05-0413.01 Expiration Date: 12/08/10 Approval Date: 12/08/05 Page 5 of 6 • • • PROFILE DRAWING SKANDIA FLAT CONCRETE TILE •••• • • • •• • • •• • .. .••• • • • • ••• • . .• • • • •. •. • • • •• • • • • • e • •• • • • •• .. •• •••• • • • • •• • •••• • • • • • •• • • •• • •• `il< ••• • • • SKANDIA END OF THIS ACCEPTANCE NOA No.: 05-0413.01 Expiration Date: 12/08/10 Approval Date: 12/08/05 Page 6 of 6 09/21/2009 23:35 FAX 3056887085 M CCLNTit: BLUEGATE INC BUILDING CODE COMPLIANCE fl0'BICf (SCCO) PRODUCT CONTROL Divini*1 N'O'TICE OP ACCEPTANCE OA $1 :view Skylights 1 1001 M1AMI -DARE COUNTY. FLORIDA METRO -DADE FLAMER NUiLDI 4a 140 WEST FLAGLER STREET, t3UMTN 1603 M1AM1, FLORIDA 33130.1563 (305) 375-2901 FAiX (305) 375 -2908 e. 13 Scope: This 1WOA is being issued under the applicable rules and regulations g wemthg the use of constructlon materials. The documentation submitted has been reviewed by Miarni-Dade County Product Control Division and accepted by the Boyd of Rules and Appeals (1SORAj to be used in tuiiai Dade County and other was where allowed by the Authority Having Jurisdiction (AI1)). This NOA shall not be valid 'after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ On areas other than Miami Dade County) reserve the right to bane this product or material tested for quality assurance purposes. If this praduot or material fails to , in the accepted manner, the manufacturer will incur the expense of such testing and the ABJ may immediately revoke, modify, or suspend the use of such product or tnatatial within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane • Zone of the Flerida'Buiiding Code. DESCRIPTION: ION: Mu ., urn Trained P'alyearbonate Domed S L ..APPROVAL DOCUMENT: Thawing No. DADE608.1, model " SSP -DADE ", sheets 1 & 2 of 2, prepared by Birdvicw Skylights dated Febrealy 0, 2008, si a1 •' and sealed by Vipin N. Tolat, P.E., on July 08, 2008, bearing the ivilami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Coniirol Division. MISSILE IMPACT Rae►TJN4: Large* Small Mile Impact LABELING: Each unit shall bear a permanent label with the rnanufauturen's items or logo, city, awe and the following statement: "Masai -D;ade County Product Control Approved ", unless otherwise noted herein and the dome shall be properly marked,; by 02 Plastics. RENEWAL of this NOA :babe considered after a renewal application has been filed and there has been no change in the applicable building code rGptively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision cr changa in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOD. Pailuie to cornp1 with tloi pollen of this NOA shall be cause for termination, and removal of NOA, • • AD t' EM 4T; The NOA number preceded by the words Miami -Dade County, Florida, and followed by • the esscpitation datal4'nel,*be displayed in advertising literature. Many portion of the NOA is displayed, then it shall be Pone•hi"rts entirety. . • XTt3P141CT IONt A Logo of this entire NOR shall be provided to the user by the manufacturer Or its distributors andehaW •e availeirieler inspection at the job site at the request of the Building tfxcfal. Th1;140A.reviata nnews NOA 003- 0303.11 and it consists of this page 1, evidence submitted pages E -1 & E -2 as vtell gs tpproviaklocament mentioned above.. • • The submitted do anantation was reviewed by Tieimy A. Makar, P.R., M.& • • • • NOA No. O$- 0611.09 Expiration Dates 0742/1013 Approval Date: 87/3113008 Pea 1 BLUEGATE O /21/24Q8 23:35 FAX rk.SA" 2 OUTER FOINC11RRONATODOME{GE1a3G11 XLIOOR SHER-ERE Mt1KROURISLp MICE 134%3 LPOLYCARIKINATE ©oMENEI.EXAN 9034 CB sitiman h4+VRP.ISLO3I 1 p1 J JU"7HICI ASOX1 "UMWWTOIltiAJR E WAVIER LOCMEO31i• FROM RAM CORN AND WON t klE4 1 /f SPAN, 4" MN. DEVON PRE$SURERAMIRO POSFITYE +6Ope 1 E AT1vB412pst LARUE ARISILB IMPACT RESISTANT NUDE This Amigo an olio Wised Imam Enaellec kegs the &resumed 105 lir sad the sbuide [I9C.tnot 1O 114 " marlanni plr ess d6 mit mead posinvafthampliva3 p®L sod totelta•iapeniggdimension does ktai recamintlIsquire FvD. MAXIM ROOF °FEN1NODiMEMON 74" X 99` ALUMS EQUAL TOORLESS TRANSOMS S J 134# 712" 011 lit' 3 71 (rY2?a 14 FASTENER LAYOUF LS.IMO/EDE sox 3718" CT/P. 103TbrP•72 342• 11 SCREWS S9 203 II1" Uk41 VIEW SEMIGIFTS 2 -3 -O MODEL-. 6E- 'NUM I:PiDAD 611 nR & wig gv•F Anrn _ SHEET IOF 1 SCALE :NTS NOTEs 1.AJ<.LFCROP NGDJ EARS SRAM COMPLY WZMISEC ZOO? 0_4- VIDEMLIM DISTANCE PROM MOLE IAPTO ROOF S41JtFACEISNiUSf3INI3LS iIAB'lJitt51 TROUTINSUiAlIOiN' AROUSE INSUU AZONTHICBSTO THE 4-MAIIMIC44 MO!T .123" ERZMARSINUM ANGLE 0063-131 �u. SILECONEADASSIVESEAL(S fi` WO) COMMIS I1161 SERIO RERES 10 1311GAORO 4O9 CONDENSAAEouI R'MTH22ti'WEEYNC11.E UCCATED ATzACH CORNER SIOXEW SS HWH MS LOCATED; 711 FROMEACE CORNER 7A1WI Ifl M a ON C1En5R 1 8 WITH ALLAIESIOREA TO81'6iJ6M3ALLOT FILLY 1.8ThRni AND1WEL13ED &COMAS ROOF DEt7CAND SUPPORT (DEISEXI 1SgOTRER.S ) S1?ECIiMRALTOTES * 1 N14 X r MIMEO LAO 51:1 03W3 W FROM EACF EORNB1iJIAX dNCEHli31 1 ler.WON1WIR ROOMS= PINESEAMIN OF mr TOTAL SO SCREWS AT LOCATIONS C FOR M S SKYLIGIfT- FOR OTHER SMALLER S12 sS PROVIDE FASTENERS el fir ONOEi S EACH SIDE •c • • • • •• rientaNIMOD Ibidit• OW •• 7_%e ••• • • •• • ••• 1►fPT?4J TOLAT FL. R E DM? • 1i12iX.ftNNER LANE 3••� t• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 0• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • _ �7 iAT1Or,S ' ► APPROVED ZONING DEPT r, 1 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND ° ^CU •• • • • • • • • • • • • •• •• • • •••• • • •••• •••• • • • • •• • • •••• • •• •• • • • • • • •• • • • •• • • • •••••• •••• • • • •• • • •• • • • • • •••• • • •••• • • • • • • • • • ••••• • • • • • • • Lab Report No. 09- 110106 Providing Solutions to the Roofing Industry C. A N 26095 Certificate o.08- 0514.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 1271 NE 97 St., Miami Shores FI. OWNER: Al Haghayevh CONTRACTOR: Al Power Contractors TILE TYPE: Flat Concrete ATTACHMENT.: Poly Foam Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation PERMIT No: ROOFING SQUARES: 30 ROOF PITCH :: 3:12 INSPECTOR INITIALS: J1VI/JM TEST DATE: 11/27/09 Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 6 -10 Passed 26 -30 Passed 46 -55 Passed 11 -15 Passed 31 -35 Passed 56 -58 Passed 16 -20 Passed 36-40 Passed THIS ROOF HAS: PASSED S incerely. i 3e /oq Alberto Cardona, P.E. -Lic #17138 FAILED fl THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. 65 "ROOF SKETCH" 18' 7020 NW 37 Ct., Miami, FL 33147 (305) 256 -4550 Fax (305) 256 -6833 Front www.floridatec.net 20' North 45' RE: Permit # Name Siate4Vitfrie (4 Defratoreat 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com DATE: /ice /'-mil INSPECTION AFFIDAVIT , I AZ-Cie) ,cr' if-, el 5, oc-L (Print name and circle License Type) License #: On or about \ 3 \ I t ( O9 (Date & time) E secondary water barrier work at J d r)/ E q 7 S4- l cep, 3 s (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigations rofit Manual sed on 553.844 F.S) , licensed as a (n Contracto '`/ Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and /or Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Mould Votes Villaye Deftevestate 10050 NE 2nd Ave • Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 Lab Report No. 09-100064 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10/08/09 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Al Haghayevh Property Address: 1271 NE 97 St, Miami Shore Fl. Roofing Permit Number. Dear Building Official: • Alberto Cardona, P.E. certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. ioh944 Alberto Cardona Signature 17138 License Number State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this 12 day of October 20 09 Notary Public, Sate of Florida at Large Amilly Morana (SEAL) Notary Public State of Florida Tamara Diaz My Commission DD618703 Expires 02/18/2011 FINAL COMPLIANCE Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Date: September 28, 2005 Property Owner: Luis A Bello & Michelle Bello Address: 297 NE 97th St, Miami Shores, F133138 Pursuant to the applicable provisions of Sections 901 and 902 of the Miami Shores Village Code, a Village building official has inspected the above referenced property for purposes of issuance of a Certificate of Re- occupancy. In accordance with Section 902(c) of the Miami Shores Village Code, information gained or conditions observed in the course of such inspection shall not be utilized by the Code Compliance Officers of the Village as a basis for bringing code enforcement violation proceedings except insofar as they may relate to a violation of the one family dwelling use requirement or with regard to structures that are unfit for human habitation. Although, in the opinion of the building official, the re- occupancy inspection did not disclose a violation of the one family dwelling use requirement nor did it indicate that the structure is unfit for human habitation, and therefore a Certificate of Re- occupancy is being issued by the Village, the inspection did, however, reveal the existence of certain conditions which constitute a violation of the Village Code which we would like to call to your attention. Specifically, in the course of this inspection the following conditions were observed: Garage was converted into a living area with out the proper building permits. Violation of Florida Building Code Sec. 104.1 As indicated above, this re- occupancy inspection cannot be utilized by the code compliance officers of the Village as a basis for bringing code enforcement violation proceedings with regard to this condition, but it is possible that, at a future time, some other inspection or event might occur which could form the basis of a code enforcement notice of violation regarding this condition. The various Village Code requirements involved provide important safeguards for the benefit of the individual residents and the Village at large and we strongly recommend that you take all appropriate steps to bring this condition into compliance with the Code. If you have any questions concerning how this can be accomplished, or the nature of the violation, please feel free to contact me for further information. Also, please note that neither the issuance of the Re- occupancy Certificate nor this letter should be construed in any way as any representation or warranty as to the condition of the property or any aspect of such condition, and that the apparent violation listed above is merely something noted during the standard Re- occupancy Certificate inspection and may or may not be the only violation currently present upon the premises. Claudio Grande CBO: Building Director Miami-Dade My Home My Home • Page 1 of 2 ACTIVE TOOL.: SELECT Show Me: Property Information Search By: Select Item Text only Color Aerial Photography - 2004 Digital Orthophotography - 2003 Property Appraiser Tax Estimator Summary Details: Folio No.: 11-3206-013-4290 Property: 297 NE 97 ST Mailing Address: LUIS A BELLO &W MICHELLE 297 NE 97 ST MIAMI SHORES FL 33138-2403 Pro�ertv Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,717 Lot Size: 6,188 SQ FT Year Built: 1952 Legal Description: MIAMI SHORES SEC 1 AMD PB 10-70 LOT 23 BLK 31 LOT SIZE 53.810 X 115 COC 23471-1650 05 2005 1 Sale Information: Sale 0/R: 23471-1650 Sale Date: 5/2005 Sale Amount: $475,000 Assessment Information: Year: 2005 2004 Land Value: $147,154 $90,830 Building Value: $130,203 $119,386 Market Value: $277,357 $210,216 Assessed Value: $277,357 $169,076 Homestead $0 $25,000 Exemption: Total Exemptions: $0 $25,000 Taxable Value: $277,357 $144,076 (1. ct a n OMM Aerial Photography - AirPhoto USA 2004 We appreciate your feedback, please take a minute to complete our survey. 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